SW8090407_HISTORICAL FILE_20090512

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 C)OWLA0I
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
Ep HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2001�c),5 IZ
YYYYMMDD

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
May 12, 2009
Commanding Officer c/o Carl Baker, Deputy Public Works Officer
Marine Corps Base, Camp Lejeune
Building 1005 Michael Road
Camp Lejeune, NC 28547
Subject: State Stormwater Management Permit No. SW8 090407
Motorcycle Training Course
High Density Commercial Wet Detention Pond Project
Onslow County
Construction Contract No. N40085-09-C-0059
Dear Mr. Baker:
Dee Freeman
Secretary
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for the Motorcycle Training Course on May 4, 2009. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2008-211. We are
forwarding Permit No. SW8 090407 dated May 12, 2009, for the construction of the subject
project.
This permit shall be effective from the date of issuance until May 12, 2019, and shall be subject
to the conditions and limitations as specified therein. Please pay special attention to the
Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within thirty (30) days following
receipt of this permit. This request must be in the form of a written petition, conforming to
Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative
Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this
permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Christine Nelson, or me at [phone].
/Sincerely, q�
Ll� 4 2)dc�i�
Georgette Scott
Stormwater Supervisor
Division of Water Quality
GDS/ can: S:\WQS\STORMWATER\PERMIT\090407.may09
cc: Joseph C. Avolis, Avolis Engineering, PA
Pat Donovan -Potts, City of Jacksonville
Christine Nelson
Wilmington Regional Office
Central Files
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 One
Phone: [phone] FAX: [phone]M \ Customer Service: 1.877-623-6748 Nortth C arOt t na.
Internet: www.nmaterquality.org N turally
An Equal Opportunity 1 Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 090407
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Commanding General & MCB Camp Lejeune
Motorcycle Training Course
Bancroft Street, MCAS Camp Lejeune, Onslow County
FOR THE
construction, operation and maintenance of one wet detention pond in compliance with
the provisions of 15A NCAC 2H .1000 and Session Law 2008-211 (hereafter collectively
referred to as the "stormwater rules') the approved stormwater management plans and
specifications and other supporting data as attached and on file with and approved by
the Division of Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until May 12, 2009, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.8 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 50,400 square feet of
impervious area.
3. A 50' wide vegetative buffer must be provided adjacent impounded structures,
streams, rivers and tidal waters.
4. A filter strip is not required for this wet detention pond as it has been designed for
90% TSS removal. .
The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. This permit does not provide any allocation
of built -upon area for future development.
All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 090407
7. The runoff from all built -upon area within the permitted drainage area(s) of this
project must be directed into the permitted stormwater control system.
8. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, Acres:
1.53
Onsite, ft :
66,790
Offsite, ftZ:
none
b. Total Impervious Surfaces, ftZ:
50,400
Onsite, ft :
50,400
Offsite, ftZ:
none
C. Design Storm, inches:
1.5
d. Average Pond Design Depth, feet:
3.5
e. TSS removal efficiency:
90%
f. Permanent Pool Elevation, FMS.�:
13.80
g. Permanent Pool Surface Arel, ft :
5,725
h. Permitted Storage Volume, ft :
6,082
i. Temporary Storage Elevation, FMSL:
14.65
j. Pre-dev. 1 yr-24 hr. discharge rate, cfs:
1.27
k. Controlling Orifice:
1.25" 0 pipe
I. Orifice flowrate, cfs:
0.02
M. Permitted Forebay Volume, ft3:
2,798
n. Fountain Horsepower
N/A
o. Receiving Stream/River Basin:
Stick Creek / White Oak
P. Stream Index Number:
19-15
q. Classification of Water Body:
"Sc, HQW, NSW"
II. SCHEDULE OF COMPLIANCE
The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all time provide the operation and maintenance necessary
to assure the permitted stormwater system functions at optimum efficiency. The
approved Operation and Maintenance Plan must be followed in its entirety and
maintenance must occur at the scheduled intervals including, but not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowin.9 and re -vegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
a. Access to the outlet structure must be available at all times.
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. Decorative spray fountains will be not allowed in the stormwater treatment
system because the permanent pool volume is less than 30,000 cubic feet.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 090407
6. The facilities shall be constructed as shown on the approved plans. This permit
shall become void unless the facilities are constructed in accordance with the
conditions of this permit, the approved plans and specifications, and other
supporting data.
7. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
8. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
9. Access to the stormwater facilities for inspection and maintenance shall be
maintained via appropriate recorded easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e.. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area. The project area is defined as all property owned
by the permittee, for which Sedimentation and Erosion Control Plan
approval or a CAMA Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
11. Prior to the construction of any permitted future areas shown on the approved
plans, the permittee shall submit final site layout and grading plans to the
Division for approval.
12. A copy of the approved plans and specifications shall be maintained on file by
the Permittee at all times.
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 090407
III. GENERAL CONDITIONS
This permit is not transferable to any person or entity except after notice to and
approval by the Director. In the event of a change of ownership, or a name
change, the permittee must submit a completed Name/Ownership Change Form
signed by both parties, to the Division of Water Quality, accompanied by the
supporting documentation as listed on page 2 of the form. The approval of this
request will be considered on its merits and may or may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request. Neither the sale of the project
nor the transfer of common area to a third party constitutes an approved transfer
of the stormwater permit.
3. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
4. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
5. In the event that the facilities fail to perform satisfactorily, including the creation of
nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
7. The permit remains in force and effect until modified, revoked, terminated or
renewed. The permit may be modified, revoked and reissued or terminated for
cause. The filing of a request for a permit modification, revocation and re -
issuance or termination does not stay any permit condition.
8. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
10. The permittee shall notify the Division of any name, ownership or mailing address
changes at least 30 days prior to making such changes.
11. The permittee shall submit a permit renewal request at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate
documentation and the processing fee.
Permit issued this the 12th day of May 2009.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 090407
Motorcycle Training Course
Stormwater Permit No. SW8 090407
Onslow County
Designer's Certification
I, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specifications:
Signature
Registration Number
Date
SEAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 090407
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
.10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11. The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized and located per the
approved plans.
.13. All required design depths are provided.
.14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
.15. The required system dimensions are provided per the approved plans.
.16. All components of the stormwater BMP are located in either recorded
common areas, or recorded easements.
cc: NCDENR-DWQ Regional Office
Onslow County Building Inspections
Page 7 of 7

�1AY 0 4 2009
02 rG (-Rc.
i
DWQUSEONLY I._.._
I
Date Received
Fee Paid
POF—m i f Number
oc-c-�
lqct - Iaya�
G - 4-CJ )
Q State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Applicants name (specify the name of the corporation, individual, etc. who owns the project):
Commanding General
2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance):
Carl Baker P E Deputy Public Works Officer
3. Mailing Address for person listed in item 2 above:
City:Camp Lejeune State:NC Zip:28547
Phone: (910 ) 451-5950 Fax:
Email:
4. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
-eun hTtrt Motorcycle Training Course (Construction Contract No N40085-09-C-0059)
5. Location of Project (street address):
Vacant Lot, Bancroft Street
City:MCAS New River County:Onslow Zip:28547
6. Directions to project (from nearest major intersection):
Project site is located 250 feet north of the intersection of Bancroft Street and Campbell Street on the western
side of Bancroft Street.
7. Latitude:34° 43' 13" N Longitude:77° 26' 55" W of project
8. Contact person who can answer questions about the project:
Name:loseph C. Avolis P.E.Telephone Number: (252 ) 633-0068
Email:avolisengineerinoembargmail com
II. PERMIT INFORMATION:
1. Specify whether project is (check one):
N/ .
❑Renewal ❑Modification
Form SWU-101 Version 09.25.08
Page I of 4

g.
� 2.- If this application is being submitted as the result of a ,reriewal or lunmod�bcation to an existing permit, list the
existing permit number N/A and its issue date (if known)
3. Specify the type of project (check one):
❑Low Density ®High Density []Redevelop ❑General Permit ❑Universal SMP []Other
4. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control ❑404/401 Permit ❑NPDES Industrial Stormwater
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Stormwater will be collected from the asphalt training area via sheet flow into a grass swale. Discharge will then
be into a wet detention pond sized for 90% TSS removal
2. Stormwater runoff from this project drains to the White Oak River basin.
3. Total Property Area: 1.53 acres 4. Total Coastal Wetlands Area: 0 acres
5. Total Property Area (3) — Total Coastal Wetlands Area (4) = Total Project Area**: 1.53 acres
6. (Total Impervious Area / Total Project Area) X 100 = Project Built Upon Area (BUA): 75.5 %
7. How many drainage areas does the project have? 1
8. Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach an additional sheet with the information for each area provided in the same format as below.
For hieh density projects, complete the table with one drainage area for each engineered stormwater device.
Basin Information.
Drainage Area 1
Drainage Area 2
Receiving Stream Name
Stick Creek
Stream Class & Index No.
SC; HQW, NSW
Total Drainage Area (so
66,790 SF
On -site Drainage Area (so
66,790 SF
Off -site Drainage Area (so
0 SF
Existing Impervious* Area (so
0 SF
Proposed Impervious*Area (so
50,400 SF
% Impervious* Area (total)
75.5%
Impervious* Surface Area
Drainage Area 1
Drainage Area 2
On -site Buildings (so
0 SF
On -site Streets (so
0 SF
On -site Parking (so
50,400 SF
On -site Sidewalks (so
0 SF
Other on -site (so
0 SF
Off -site (sf)
0 SF
Total (so:
50,400 SF
Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas,
sidewalks, gravel areas, etc.
**Total project area shall be calculated to exclude Coastal Wetlands from use rohen calculating the built upon area
percentage calculation. This is the area used to calculate overall percent project built upon area (BUA).
Form SWU-101 Version 09.25.08 Pa.-e 2 of 4

;' .v
9., How was the off -site impervious area listed
Projects in Union County: Contact the DWQ Central Office staff to check to see if you project is located
within a Threatened & Endangered Species watershed that may be subject to more .stringent stormwater
requirements.
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
One of the following property restrictions and protective covenants are required to be recorded for all
subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table
listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment.
Forms can be downloaded from littl2://h2o.enr.state.nc.us/su/bml2 forms htm - deed restrictions.
Form DRPC-1
High Density Commercial Subdivisions
Form DRPC-2
High Density Developments with Outparcels
Form DRPC-3
High Density Residential Subdivisions
Form DRPC-4
Low Density Commercial Subdivisions
Form DRPC-5
Low Density Residential Subdivisions
Form DRPC-6
Low Density Residential Subdivisions with Curb Outlets
By your signature below, you certify that the recorded property restrictions and protective covenants for this
project shall include all the applicable items required in the above form, that the covenants will be binding
on all parties and persons claiming under them, that they will run with the land, that the required covenants
cannot be changed or deleted without concurrence from the NC DWQ, and that they will be recorded prior to
the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwater management permit supplement f6rm(s) listed below must be submitted for each
BMP specified for this project. Contact the Stormwater Permitting Unit at [phone] for the status and
availability of these forms. Forms can be downloaded from httl2://h2o.enr.state.nc.us/su/bml2 forms.htm.
Form SW401-Low Density
Form SW401-Curb Outlet System
Form SW401-Off-Site System
Form SW401-Wet Detention Basin
Form SW401-Infiltration Basin
Form SW401-Infiltration Trench
Form SW401-Bioretention Cell
Form SW401-Level Spreader
Form SW401-Wetland
Form SW401-Grassed Swale
Form SW401-Sand Filter
Form SW401-Permeable Pavement
Form SW401-Cistern
Low Density Supplement
Curb Outlet System Supplement
Off -Site System Supplement
Wet Detention Basin Supplement
Infiltration Basin Supplement
Underground Infiltration Trench Supplement
Bioretention Cell Supplement
Level Spreader/Filter Strip/Restored Riparian Buffer Supplement
Constructed Wetland Supplement
Grassed Swale Supplement
Sand Filter Supplement
Permeable Pavement Supplement
Cistern Supplement
Form SWU-101 Version 09.25.08 Page 3 of 4

V4. SUBMITTAL REQUIREMENTS I MAY 0 `'t 2009
Only complete application packages will be accepted and reviewed by_the_Divisionjof Water Quality (DWQ).
A complete package includes all of the items listed below. tTM complete application package should be
submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the
interactive online map at hitp://h2o.enr.state.nc.us/su/msi maps.htm)
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form
• Original and one copy of the Deed Restrictions & Protective Covenants Form (if �r rye__
required as per Part IV above.) (/
• Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP FA
• Permit application processing fee of $505 (Express: $4,000 for HD, $2,000 for LD)
payable to NCDENR
• Calculations & detailed narrative description of stormwater treatment/management
• Copy of any applicable soils report
• Two copies of plans and specifications (sealed, signed & dated), including:
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
Scale
Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations
- Drainage areas delineated
- Vegetated buffers (where required)
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf (such as additional information requests), please complete this section. (ex. designing engineer or firm)
Designated agent (individual or firm): Avolis Engineering P.A.
Mailing Address: P.O. Box 15564
City: New Bem State: NC Zip: 28561
Phone: [phone] Fax: (252 ) 633-6507
Email:[e-mail]
VIII. APPLICANT'S CERTIFICATION
I, (print or type name of person listed in General Information, item 2) Carl Baker P.E.
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenaAwill be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H .1000. / ) / /ecA
Date: / 'X—i].Oe
Form SWU-101 Version 09.25.08 Page 4 of 4

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P. 01
TRANSACTION REPORT
MAY-12-2009 TUE 03:45 PM
FOR: NCDENR 910 350 2004
SEND
DATE START RECEIVER TX TIME PAGES TYPE NOTE M# DP
MAY-12 03:43 PM 912526336507 2'19" 8 FAX TX OK (01) 560
TOTAL 2M 19S PAGES: 8
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office Dee Freeman, Secretary
Beverly Eaves Perdue, Governor
Date:
To:
Co:
Fax:
Re:
FAX COVER SHEET
No. Pages (excl. cover): 7
Express Permitting
From: Sandra Exwn
Phone: an 796-7265
Fax: g 35i1-2004
127 Cardinal Drivc Extension, Wilmington, NC 29405 + [phone] • An Equal Opportunity Affirmative Action Gnploycr

i
MAY f A. ZOCJ
AVOLIS ENGINEERING, PA. -1
P.O. Box 15564 • New Bern, North Carolina 28561 (2521 633-0068
Stormwater Management Narrative
Construct Motorcycle Training Course
MCB Camp Lejeune, NC
Onslow County
This project proposes a high density construction project which consists of a rectangular
shaped asphalt surface to be used for motorcycle rider training. There is no other
associated development.
The project will have a wet detention pond for stormwater treatment. The pond is sized
for 90% TSS removal and will detain the treatment volume associated with the 1.5 inch
rainfall event. The project area is established as a total of 1.53 acres in size. The project
built -upon area is 75.5%. Approximately 2.5 acres of the site will be disturbed by this
project in order to construct the motorcycle rider training area, the stormwater detention
pond and the regrading of an existing swale.
The wet pond is sized using the average pond depth method and comes out to 3.5 feet.
The forebay is sized to be 20% of the pond volume excluding the one foot sediment
storage zone. The provided permanent pool surface area of 5,725 SF exceeds the required
5,043 SF of permanent pool surface area.
The soils on the site are classified as Goldsboro by the Onslow County Soil Survey.
Goldsboro is a sandy loam and a sandy clay loam at the depths to be disturbed by this
project.
The property is owned by Marine Corps Base Camp Lejeune and is Federal property.
There have been no previous permits issued for the work area.
There is no pre-1988 built -upon area existing on the site. The project area currently
exists as an open grassed field. Runoff from existing impervious areas adjoining the
project are continued to be diverted around the site.
There will be no new utilities constructed by this project. There are no known historic
sites on the property. The project will be constructed with federal funds. There are not
any NCDENR non-compliance issues associated with the site.
The site drains to Stick Creek, a tributary of the New River. Stick Creek is classified as
SC;HQW,NSW, index #19-15. There are not any Coastal wetlands on the site. There are
not any 404 wetlands on the site. The site is completely grassed. The upland conditions
were assessed by Joseph C. Avolis, PE, President Avolis Engineering, PA.
This project requires post development runoff rate control which is accomplished by the
wet pond to pre -development conditions for the 1-year, 24-hour storm. The NffYE ' QZU3 Coo-5�C,\
w�25 0"Wgg.11 * l -- apply to the project area.

AVOLIS ENGINEERING, P.A.
—�� P.O. Box 15564 • New Bern, North Carolina 28561 • [phone]
RRC EIVI�,I�
APR 2 2009
April 24, 2009
BY:
Ms. Christine Nelson
Environmental Engineer II
NCDENR
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: High Density Express Permit, Construct Motorcycle Training Course, Marine Corps
Base Camp Lejeune, NC; (Motorcycle Training Course)
Dear Christine:
Enclosed please find our submittal package for the above -referenced project
incorporating your review comments discussed during our April 22, 2009 meeting.
1. We have given the project a secondary name deleting the word construct. This name,
Motorcycle Training Course, is in parenthesis on the application.
2. Added the description of "Permit Boundary" to the drainage area. The motorcycle
training area is defined by bearings off of two fixed points and dimensioning.
3. We have added a note regarding cleaning sediment out of pond at the conclusion of
construction (note 4, sheet C-2.)
I hope that the above information is satisfactory. Should you have any questions, please
do not hesitate to give me a call.
CinoPrPl,,

Stormwater Management Narrative
Construct Motorcycle Training Course
MCB Camp Lejeune, NC
Onslow County
This project proposes a high density construction project which consists of a rectangular
shaped asphalt surface to be used for motorcycle rider training. There is no other
associated development.
The project will have a wet detention pond for stormwater treatment. The pond is sized
for 90% TSS removal. The project area is established as a total of 1.53 acres in size. The
project built -upon area is 75.5%. Approximately 2.0 acres of the site will be disturbed
by this project in order to construct the motorcycle rt�raining area, the stormwater
detention pond and the regrading of an existing swale.
The soils on the site are classified as Goldsboro by the Onslow County Soil Survey.
Goldsboro is a sandy loam and a sandy clay loam at the depths to be disturbed by this
project.
The property is owned by Marine Corps Base Camp Lejeune and is Federal property.
There have been no previous permits issued for the work area.
There is no pre-1988 built -upon area existing on the site. The project area currently
exists as an open grassed field.
There will be no new utilities constructed by this project. There are no known historic
sites on the property. The project will be constructed with federal funds. There are not
any NCDENR non-compliance issues associated with the site.
The site drains to Stick Creek which is a tributary of the New River. Stick Creek is
classified as. SC;HQW,NSW, index #19-15. There are not any Coastal wetlands on the
site. There are not any 404 wetlands on the site.
This project requires post development runoff rate control which is accomplished by the
wet pond to pre -development conditions.
The NPDES Phase II stormwater rules apply to the project area.
nIE C E B M ED
�uu�,UUS APR 0 9 2009
DWQ
PROJ #

ti
m
a, I II I
11I I I 1
It
;11 p€
,•n'I tlm g I1"II
e,.m 1 1 •
_-- - I I' 1' It O� I 0 11 11j
i
®1111a .1 nj" I � € 11j1' I I� III
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mn ix[
l` 1
_
--
m -
1 - _ __-_' ----
..n =
..
FOR CO MfTTAL C-2
$ m-.___ ___ - NOT FOR CONSTRUCTION
i m MARINE PS BASE
b.. �y �� mxs:x�nrwv�,aru�co,u[
ECEIVE
°wxwiwseawwuhwe
III) F ero3\
A DD n n onno
DWQ

North Carolina Department of Environment and
Natural Resources
©R Request for Express Permit Review
NCDENR
For DENR Use ONLY
Reviewer .WV C
Submit L'."2-2—
Time: 10
Confirm
r1i
FILL-IN all the information below and CHECK the Permit(s) you are requesting for express review. FAX or Email the completed form to Express
Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application package
of the project location. Include this form in the application package. L
• Asheville Region -Alison Davidson 828-296-4698;alison.davidson(rDncmaiLnet
• Fayetteville or Raleigh Region -David Lee 919.791.4203; david.lee(alncmail.net
• Mooresville & -Patrick Grogan 704-663-3772 or patrick.progan(&ncmail.net
• Washington Region -Lyn Hardison 252-946-9215 or Iyn.hardison(a)ncmail.net
• Wilmington Region -Janet Russell 910-350.2004 or lanet.mssell(o)ncmail.net
NOTE. Project application received after 12 noon will be stamped in the following work day
Project Name: CONSTRUCT MOTORCYLCE TRAINING COURSE County: ONSLOW
Applicant: COMMANDING OFFICER Company: MCB CAMP LEJEUNE
Address: 1005 MICHAEL ROAD City: CAMP LEJEUNE, State: NC Zip: 28547
Phone:[phone] Fax: - - Email: CARL.H.BAKER(a)UUSMC.MIL E C E I d E D
Project is Drains into SC: HQW, NSW waters Project Located in WHITE OAK River Basin IlJnfu
Engineer/Consultant: JOSEPH C. AVOLIS, P.E. Company: AVOLIS ENGINEERING, P.A. APR 0 9 2009
Address: P.O. BOX 15564 City: NEW BERN, State: NC Zip: 28561
Phone:[phone] Fax::[phone] Email: AVOLISENGINEERING(a)EMBARQMAIL.COM DWQ
PROJ li
(Check all that apply)
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _
❑ Stream Origin Determination: # of stream calls - Please attach TOPO map marking the areas in questions
® State Stormwateri ❑ General ❑ SFR, ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility
❑ Low Density ❑ Low Density -Curb &.Gutter _ # Curb Outlet Swales ❑ Off -site jSW (Provide permit #)]
0 High Density -Detention Pond 1 # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems
❑ High Density -Bio-Retention _ # Treatment Systems ❑ High Density -Constructive Wetlands _ # Treatment Systems
❑ High Density -Other _ # Treatment Systems ❑ MODIFICATION SW _ (Provide permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 5.0 acres to be disturbed.(CK #_ (for DENR use))
WETLANDS QUESTIONS MUST BE ADDRESSED BELOW . YgC*Z P c.re-S
❑ Wetlands (401): Check all that apply Isolated wetland on Property ❑ Yes ❑ No
Wetlands on Site ❑ Yes ® No Buffer Impacts: ❑ No ❑ YES: acre(s)
Wetlands Delineation has been completed: ❑ Yes ❑ No Minor Variance: ❑ No ❑ YES
US ACOE Approval of Delineation completed: ❑ Yes ❑ No Major General Variance ❑ No ❑ YES
404 Application in Process w/ US ACOE: ❑ Yes ❑ No 401 Application required: []Yes ❑ No If YES, ❑ Regular
Permit Received from US ACOE ❑ Yes ❑ No Perennial, Blue line stream, etc on site ❑ yes ❑ No
For DENR use only
Fee Split for multiple permits: (Check # ) Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES
Fee
CAMA
$
Variance([] Ma'; LJ Min)
$
SW (❑ HD, ❑ LID, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
$

hIA'! n : ZL' )
Stormwater Calculations
Motorcycle Training Course
Marine Corps Base
Camp Lejeune, NC
Prepared for:
Commanding General
1005 Michael Road
Marine Corps Base
Camp Lejeone, NC 28547
Prepared by:
Avolis Engineering, PA
PO Box 15564
New Bern, NC 28561
[phone]
FAX [phone]
April 9, 2009

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Hydrograph Summary Report
Page 1
Hyd.
No.
Hydrograph
type
(origin)
Peak
flow
(cfs)
Time
interval
(min)
Time to
peak
(min)
Volume
(cult)
Return
period
(Yrv)
Inflow
hyd(s)
Maximum
elevation
(ft)
Maximum
storage
(cuft)
Hydrograph
description
1
SCS Runoff
1.27
6
732
6,090
2
—
1-yr,.24-hr pre-
2
SCS Runoff
6A3
2
724
20,686
2
—
1-yr post w/o pond
3
Reservoir
1.20
2
750
17,152
2
2
15.29
11,403
1-yr,24-hr pond
Proj. file: 09015motorcycle.GP
OF file: NEW BERN.IDF
Run date: 04-03-2009

Hydrograph Report Page
English
Hyd. No. 3
1-yr,24-hr pond
Hydrograph type
= Reservoir
Peak discharge
= 1.20 cfs
Storm frequency
= 2 yrs
Time interval
= 2 min
Inflow hyd. No.
= 2
Reservoir name
= motorcycle
Max. Elevation
= 15.29 ft
Max. Storage
= 11,403 cuft
Stomp Indication method used. Total Volume = 17,152 cuff
Hydrograph Discharge Table
Time Inflow Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Outflow
(min)
cfs
ft
cfs
cfs cfs
cfs cfs cfs cfs cfs
cfs
720
4.89
14.81
5.95
0.04 -
- 0.14 - - -
0.18
750
1.13
15.29 <<
7.53
0.05 -
- 1.15 - - -
1.20 <<
780
0.52
15.21
7.29
0.05 -
- 0.94 - - -
0.99
810
0.41
15.13
7.03
0.05 --
-- 0.74 ---- -- -
0.79
840
0.33
15.06
6.82
0.05 --,
--- 0.59 - -- -
0.64
870
0.29
15.01
6.65
0.04 -----
----- 0.48 - --- --
0.52
900
0.25
14.96
6.49
0.04 -
-- 0.39 - - -
0.43
930
0.21
14.92
6.36
0.04 ---
- 0.32 - - -
0.36
960
0.18
14.89
6.24
0.04 -
- 0.26 - -- -
0.30
990
0.16
14.86
6.14
0.04 ----
----- 0.22 --- -----
0.26
1020
0.14
14.84
6.06
0.04 --
---- 0.19 - -- -
0.23
1050
0.12
14.82
5.99
0.04 --
- 0.16 -- -- --
0.20
1080
0.11
14.80
5.93
0.04 -
- 0.13 - - -
0.17
1110.
0.10
14.79
5.88
0.04 -
- 0.12 - - -
0.16
1140
0.10
14.77
5.83
0.04 -
- 0.10 - - -
0.14
1170
0.09
14.76
5.79
0.04 --
-- 0.09 --- -- -----
0.13
1200
0.09
14.76
5.76
0.04 -
- 0.08 - - -
0.12
1230
0.08
14.75
5.73
0.04 --
-- 0.07 - - ---
0.11
1260
0.08
14.74
5.70
0.04 -
- 0.07 - - -
0.11
1290
0.07
14.73
5.67
0.04 -
- 0.06 - - -
0.10
1320
0.07
14.73
5.65
0.04 -
- 0.05 - - -
0.09
1350
0.07
14.72
5.64
0.04 ---
--- 0.05 ----- ---- -
0.09
1380
0.06
14.72
5.62
0.04 ----
---- 0.05 --- ---- ---
0.08
1410
0.06
14.71
5.60
0.04 --
0.04 --- ----- -
0.08
1440
0.06
14.71
5.59
0.04 -
- 0.04 - -- -
0.07
1470
0.00
14.70
5.53
0.04 -
- 0.02 - -- -
0.06
End

Reservoir Report Page
English
Reservoir No. 1 - motorcycle
Pond Data
Pond storage is based on known contour areas
Stage I Storage Table
Stage
ft
0.00
0.20
1.20
2.20
Elevation
ft
13.80
14.00
15.00
16.00
Contour area Incr. Storage Total storage
sqft cuft cuft
5,725 0 0
6,478 1,220 1,220
8,544 7,511 8,731
9,858 9,201 17,932
Culvert I Orifice Structures
Weir Structures
[Al
[B] [C]
[D]
[A]
[B]
[C]
[D]
Rise in
= 18.0
1.3 0.0
0.0
Crest Len ft = 0.8
0.0
0.0
0.0
Span in
= 18.0
1.3 0.0 .
0.0
Crest El. It = 14.65
0.00
0.00
0.00
No. Barrels
= 1
1 0
0
Weir Coeff. = 3.00
0.00
0.00
0.00
Invert El. ft
= 13.00
13.80 0.00
0.00
Eqn. Exp. = 1.50
0.00
0.00
0.00
Length ft
= 50.0
0.1 0.0
0.0
Multistage = Yes
No
No
No
Slope %
= 1.00
1.00 0.00
0.00
N-Value
= .024
.024 .000
.000
Drif. Coeff.
= 0.60
0.60 0.00
0.00
Multistage
= -
Yes No
No
Tailwater Elevation =
12.50 It
Note. All outtims have been analyzed under
inlet and outlet control.
Stage / Storage / Discharge
Table
Stage Storage Elevation Clv A Clv B Clv C Clv D Wr A Wr B Wr C Wr D Discharge
ft cult ft cfs cfs cfs cfs cfs cfs cfs cfs cfs
0.00
0
13.80
2.63
0.00 -
-- 0.00 --- -
-- 0.00
0.02
122
13.82
2.77
0.00 -
--- 0.00 --- ---
- 0.00
0.04
244
13.84
2.92
0.00 -
--- 0.00 - -
- 0.00
0.06
366
13.86
2.92
0.00 -
- 0.00 - -
- 0.00
0.08
488
13.88
3.06
0.00 -
- 0.00 - -
- 0.00
0.10
610
13.90
3.19
0.00 -
- 0.00 - -
- 0.00
0.12
732
13.92
3.19
0.01 -
- 0.00 - -
-- 0.01
0.14
854
13.94
3.33
0.01 -
- 0.00 - -
- 0.01
0.16
976
13.96
3.46
0.01 -
- 0.00 - -
- 0.01
0.18
1,098
13.98
3.46
0.01 -
- 0.00 - -
- 0.01
0.20
. 1,220
14.00
3.59
0.02 -
- 0.00 - -
- 0.02
Continues on next page...

motorcycle
Stage / Storage I Discharge Table
Page 2
Stage
Storage
Elevation
Clv A
Clv B
Clv C Clv D Wr A Wr B Wr C
Wr D Discharge
ft
cuft
ft
cfs
cfs
cfs cfs cfs cfs cfs
cfs cfs
0.30
1,971
14.10
4.05
0.02
- - 0.00 --- -
--- 0.02
0.40
2,723
14.20
4.42
0.02
- - 0.00 - -
- 0.02
0.50
3,474
14.30
4.68
0.03
- -- 0.00 - -
- 0.03
0.60
4,225
14.40
4.87
0.03
- - 0.00 - -
- 0.03
0.70
4,976
14.50
4.69
0.03
- - 0.00 - -
- 0.03
0.80
5,727
14.60
5.13
0.04
- - 0.00 - -
- 0.04
0.90
6,478
14.70
5.55
0.04
- --- 0.03 --- ---
--- 0.06
1.00
7,229
14.80
5.93
0.04
- -- 0.13 - -
- 0.17
1.10
7,980
14.90
6.29
0.04
- --- 0.28 -- -
- 0.32
1.20
8,731
15.00
6.63
0.04
- - 0.47 - -
- 0.51
1.30
9,651
15.10
6.95
0.05
- - 0.68 - -
- 0.73
1.40
10,572
15.20
7.26
0.05
- - 0.92 - -
- 0.97
1.50
11,492
15.30
7.56
0.05
- - 1.18 - -
- 1.23
1.60
12,412
15.40
7.84
0.05
- - 1.46 - -
- 1.51
1.70
13,332
15.50
8.12
0.05
- - 1.76 - -
- 1.82
1.80
14,252
15.60
8.38
0.05
- - 2.08 - -
- 2.14
1.90
15,172
15.70
8.64
0.06
- - 2.42 - -
- 2.48
2.00
16,092
15.80
8.89
0.06
- - 2.77 - -
- 2.83
2.10
17,012
15.90
9.14
0.06
- - 3.14 --- -
--- 3.20
2.20
17,932
16.00
9.37
0.06
- --- 3.53 --- -
- 3.59
End

0°t�IS u�eccTRq,ai,�G
� -VCUELI-O ME/J-r 070J-0I7-10P)3
H P- ` [-ft(A9 STD TL'M
-- c ks Aa- (r' P--As5,gp
1 - SCS Runoff - 2 Yr - Qp = 1.27 cfs
1.5
1.
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Ci
0.
0.0
0 5 10 15 20 25
Time (hrs)
/ Hyd. 1

lMaro� c� .7C�tia.caG_._%uasF
2 - SCS Runoff - 2 Yr - Qp = 6.43 cfs
s
6
4-
0 4
C
2
0
0 5 10 15 20 25
Time (hrs)
® Hyd. 2

—rTgr
' • j�In7ib2C�G�.EIT11� �n)irJ(,. G�v25E
Oe-V\J .Vupm4Fn,r CO)oo„ rDPS
3 - Reservoir - 2 Yr - Qp = 1.20 cfs
CYII
0 10 20 30 40 50
Time (hrs)
/ Hyd. 2 / Hyd. 3
L
L
6
�
4
2
ENr PJu►D
�seHfra-G'E
0

Figure 10-2b
Basic Wet Detention Basin Elements: Cross -Section
er
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ECS CAROLINAS, LLP
Geotechnical • Construction Materials • Environmental • Facilities
Mr. Kevin Avolis, P.E.
Aeolis Engineering, P.A.
P.O. Box 15564
New Bern, North Carolina 28563
Re: Seasonal High Water Level Estimation
NRAS Motorcycle Training Course
Jacksonville, Onslow County, North Carolina
the Standard for Service"
April 1, 2009
ECS Project No. 22.14833
Dear Mr. Avolis,
ECS Carolinas, LLP (ECS) recently conducted an estimation of the Seasonal High Water Level (SHWL)
for the proposed stormwater BMP area at the proposed NRAS Motorcycle Training Course in
Jacksonville, Onslow County, North Carolina. This letter, with attachments, is the report of our
estimation.
Field Testing
On March 31, 2009, ECS conducted an exploration of the subsurface soil and groundwater conditions at
one requested location shown on the attached Test Location Plan (Figure 1). The test areas were field
located utilizing a test location plan provided by Avolis Engineering, P.A. The purpose of this
exploration was to obtain subsurface information of the in -place soils for the proposed stormwater BMP
area. ECS explored the subsurface soil and groundwater conditions by advancing one hand auger boring
into the existing ground surface at the requested boring location. ECS visually classified the subsurface
soils and obtained representative samples of each soil type encountered. ECS also recorded the
groundwater level observed at the time of each hand auger boring. The attached SHWL sheet provides a
summary of the subsurface conditions encountered at each hand auger boring location.
The ground water level and the seasonal high water level (SHWL) were estimated at the boring location
below the existing grade elevation. Below is a summary of the boring location.
Location
Water Level
SHWL
1
30 inches
14 inches
The SHWL may vary within the proposed site due to changes in subsurface conditions and elevation.
If you have any questions regarding this report, please contact us at [phone].
Respectfully,
ECCSSCCARO%LLINAS, LLP
K. Brooks Wall
Project Manager
Attachments: Site Diagram/SHWL sheet
John S. Lair, P. G.
Principal Geologist
M
7211 Ogden Business Park, Suite 201, Wilmington, NC 28411 • T 910-686-9114 • F: 910-686-9666 • www.ecslimited.com
ECS Carolinas, LLP • ECS Florida, LLC • ECS Illinois, LLC • ECS Mid -Atlantic, LLC • ECS Southeast, LLC • ECS Texas, LLP

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0 BORING LOCATION
NRAS Motorcycle Training Course
Figure 1— Test Location Plan
Jacksonville, Onslow County, NC
ffuo�)
Provided by: Avolis Engineering, PA
ECS Project No. 22-14833
March 31, 2009
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Season High Water Level Estimation
NRAS Motorcycle Training Course
Jacksonville, Onslow County, North Carolina
ECS Project No. 22.14833
March 31, 2009
Location Depth Soil Description
1 0-14" Dark grey silty SAND
14"-24" Grey fine SAND w/silt
24"-36" Grey/orange fine SAND w/clay
Seasonal High Water Table was estimated to be at 14 inches below the existing
grade elevation.
Groundwater was encountered at 30 inches below the existing grade elevation.

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